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Home My WebLink About0895.06 DFR 199&211-222.pdfEarth Solutions NW, LLC LETTER OF TRANSMITTAL 15365 NE 90th Street, Suite 100 Redmond, WA 98052 (425) 449-4704 FAX (425) 449-4711 To: RJ Development 401 Central Street SE Olympia, WA 98501 Date: September 2, 2020 ESNW No.: ES- 895.06 Project: Weatherly Inn Attn: Mr. Duane Meyer Email: duane@accrete.build No. of Copies Date Description 1 7/2-8/27/20 Daily Field Report(s) # 199 & 211-222 Comments: CC: 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: mark@accrete.build 3: Jeff Bennett ATTN: jeffb@accrete.build 4: Jennifer Vogele ATTN: jennifer@accrete.build 5: Jonathan Chavez ATTN: jchavez@rentonwa.gov 6: Joe W ATTN: joew@accrete.build 7: Roxanne Caballero ATTN: roxanne@accrete.build Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 199 Time On Site Time Off Site Date Day of Week 12:00 PM 2:30 PM 7/2/20 Thursday Travel Time Weather 1.00Hr. RT 60s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe and test footing backfill and observe slope stability. Footing Backfill ESNW Rep observed contractor backfill trenches for cast in place walls footings. Rep observed contractor backfill with native brown silty sand with gravel material. While onsite, rep used a ½” steel t-probe and observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed footing. Rep observed 1’ lifts of native material compacted with a hoe pack and jumping jack to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Fig 1. Water main 45o section connecting to water main junction in Talbot Road. Jackson Lundgren Field Technician 206-468-0991 1/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 199 Time On Site Time Off Site Date Day of Week 12:00 PM 2:30 PM 7/2/20 Thursday Travel Time Weather 1.00Hr. RT 60s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Test Number Test Location (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 206 See map -1’ SG 5 133.1 9.96 128.4 96 207 See map -1’ SG 5 133.1 10.34 127.1 95 208 See map SG 5 133.1 11.48 128.2 96 209 See map SG 5 133.1 13.12 126.9 95 Fig. 2 Approximate location of compaction tests 206-209 on footing backfill 206-209 2/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 211 Time On Site Time Off Site Date Day of Week 11:30 AM 1:00 PM 7/27/20 Monday Travel Time Weather 1.00Hr. RT 60s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe and test roof drain backfill and slope stability. Roof Drain Trench ESNW rep observed contractor using a medium sized excavator to excavate a 2’ deep 250’ long trench along the eastern margin to the building. ESNW rep observed contractor placing an 8’’ drain pipe in the trench. Rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed roof drains. Rep observed contractor backfill with 18’’ of pea gravel then native material to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 1/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 211 Time On Site Time Off Site Date Day of Week 11:30 AM 1:00 PM 7/27/20 Monday Travel Time Weather 1.00Hr. RT 60s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Test Number Test Location (Roof drain Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 221 See map SG 6 133.0 6.78 126.2 95 222 See map SG 6 133.0 7.21 128.8 97 223 See map SG 6 133.0 7.16 126.9 95 224 See map SG 6 133.0 7.44 127.6 96 Fig. 1 Approximate location of compaction tests 221-224 on water main backfill 221-224 2/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 212 Time On Site Time Off Site Date Day of Week 11:00 AM 12:45 PM 7/29/20 Wednesday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe roof drain trench excavation and cut slopes. Roof Drain Trench ESNW rep observed contractor using a medium sized excavator to excavate 100’ of a 2’ deep roof drain trench along the Eastern perimeter of the upper building. ESNW rep observed contractor placing an 8’’ drain pipe. Rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed roof drains. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 Jackson Lundgren Field Technician 206-468-0991 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 213 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 7/30/20 Thursday Travel Time Weather 1.00Hr. RT 60s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe and test water main backfill and slope stability. Water Main Backfill ESNW Rep observed contractor excavating to 5’ for water main connection. Rep observed contractor backfill with crushed recycled concrete 1 ¼’’ minus material . While onsite, rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed water main connection. Rep observed 1’ lifts of crushed recycled concrete 1 ¼’’ minus material compacted with a jumping jack to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Fig 1. Water main tie in backfilled with 1 ¼’’ minus crushed concrete Jackson Lundgren Field Technician 206-468-0991 1/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 213 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 7/30/20 Thursday Travel Time Weather 1.00Hr. RT 60s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Test Number Test Location (Water Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 225 See map -3’ SG 7 120.2 13.86 117.8 98 226 See map -2’ SG 7 120.2 13.40 118.9 99 227 See map -1’ SG 7 120.2 14.10 117.6 98 228 See map SG 7 120.2 13.68 118.2 98 Fig. 2 Approximate location of compaction tests 225-228 on water main backfill 225-228 2/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 214 Time On Site Time Off Site Date Day of Week 11:00 AM 12:00 PM 7/31/20 Friday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe water main connection and cut slopes. Water Main Backfill ESNW Rep observed contractor working on water main connection to the site in Talbot road. Contractor relayed that after pressure testing is completed the trench will be backfilled with 1 ¼’’ minus recycled crushed concrete material. Rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed water main connection. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 Jackson Lundgren Field Technician 206-468-0991 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 215 Time On Site Time Off Site Date Day of Week 11:15 AM 12:45 PM 8/4/20 Tuesday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe roof drain trench excavation and cut slopes. Roof Drain Trench ESNW rep observed contractor using a medium sized excavator to excavate 200’ of a 2’ deep roof drain trench along the perimeter of the courtyard in the upper building. ESNW rep observed contractor placing an 8’’ drain pipe and backfilling with a jumping jack to grade. Rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed roof drains. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Fig 1. Courtyard with compacted backfill in roof drain trenches Jackson Lundgren Field Technician 206-468-0991 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 1 of 3 Report No. 216 Time On Site 10:30 AM Time Off Site 11:30 AM Date 8/7/20 Day of Week Friday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Erosion Control BMPs (13 Elements) Overall Condition (Good; Fair; Poor) Needs Repair? (Yes; No) Comments 1. Preserve Vegetation; Mark Clearing Limits •Buffer Zones around Sensitive Areas •Silt Fence G N Silt fence working as intended 2. Establish Construction Access •Fabric; Quarry Spalls •Wheel Wash •Sweeper Truck G N Sweep roadway when soil is seen on surface, replenish quarry spalls as needed 3. Control Flow Rates •Stormwater Vault or Facility •Straw Wattles •Check Dams G N Add check dams and straw wattles as needed to slow stormwater onsite 4. Install Sediment Controls •Silt Fence •Straw Bale Barriers •Vegetation •Straw •Sediment Ponds, Traps & Filters •Treatment •Sediment Pond (Temp. or Perm.) •Water Truck G N Add straw as needed throughout the site, 2” minimum 5. Stabilize Soils •Nets & Blankets •Mulch, Bark & Rock •Hydroseeding; Grass •Plastic Sheeting •Straw Stockpiles •Stockpiles •PAM G N 6. Protect Slopes •Benching; Track-Walking •Pipe Slope Drains •Plastic Sheeting; Anchors G N 7. Protect Drain Inlets •Catch Basin Inserts •Gutter; Road G N CB inserts working as intended 8. Stabilize Channels and Outlets •Channel Lining •Check Dam •Outlet Protection •Nets and Blankets N/A N/A N/A 9. Control Pollutants •Chemical Storage Area Covered •Concrete Handling N/A N/A N/A 10. Control Dewatering N/A N/A N/A 11. Maintain BMPs G N See recommended notes 12.Maintain SWPPP & Site Logbook G N Available upon request 13. Protect Low-Impact Development (LID BMPs) •Bioretention Rain Garden Facilities •Permeable Pavement N/A N/A N/A Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 2 of 3 Report No. 216 Time On Site 10:30 AM Time Off Site 11:30 AM Date 8/7/20 Day of Week Friday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Monitoring, Records & Recommendations Will existing BMPs need to be modified or removed, or will other BMPs need to be installed? Yes No List the completed, not-yet-completed, or ongoing action items in the table below: Actions Items Completed? (Yes; No; Ongoing) Date (If Completed) Sweep site entrance when soil is seen on roadway Ongoing Add 2” straw throughout the site over exposed soils as needed Ongoing Replenish quarry spalls at the main entrance to the site as needed Ongoing Replace plastic sheeting on exposed slopes as needed Ongoing Current Weather: _70sO F, Clear____________________ Precipitation since last inspection (approximate): 0.12______ inches Precipitation in the last 24 hours (approximate): _0.12______ inches Was water quality sampling part of this inspection?  Yes No If “Yes”: •Record results in the table below. •Characterize the stormwater discharge, e.g., the presence of suspended sediment, “cloudiness”, discoloration, or oil sheen, if present: ____N/A________________________________________________________________________________________ •Hanna Turbidity Meter # ____________________ Monitoring Location Turbidity (NTU) pH Notes Is the site in compliance with the SWPPP and the permit requirements? Yes No If “No”: •Indicate the tasks necessary to bring the site into compliance in the table above. •Has the non-compliance been reported to the Department of Ecology?Yes No •Should the SWPPP be modified?Yes No “This report is true, accurate, and complete to the best of my knowledge and belief.” Inspector Name: Jackson Lundgren CESCL Number: CESCL-EF8183892 Inspection Date: 8/7/20 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 3 of 3 Report No. 216 Time On Site 10:30 AM Time Off Site 11:30 AM Date 8/7/20 Day of Week Friday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Discharge Monitoring Location Parking area Silt fence around site perimeter Wheel wash and quarry spalls Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 217 Time On Site Time Off Site Date Day of Week 12:00 PM 1:30 PM 8/13/20 Thursday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe and test cast in place wall backfill and observe slope stability. Wall Backfill ESNW Rep observed contractor backfill around cast in place wall. Rep observed contractor backfill with native brown silty sand with gravel material. While onsite, rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the wall. Rep observed 1’ lifts of native material compacted with a jumping jack to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Fig 1. Backfill around cast in place wall Jackson Lundgren Field Technician 206-468-0991 1/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 217 Time On Site Time Off Site Date Day of Week 12:00 PM 1:30 PM 8/13/20 Thursday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (Wall Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 229 See map -5 SG 5 133.1 10.98 127.6 96 230 See map -5’ SG 5 133.1 11.16 126.9 95 231 See map -3’ SG 5 133.1 9.87 128.1 96 232 See map -3’ SG 5 133.1 10.44 127.7 96 Fig. 2 Approximate location of compaction tests 229-232 on wall backfill 229-232 2/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 1 of 3 Report No. 217A Time On Site 10:30 AM Time Off Site 11:30 AM Date 8/13/20 Day of Week Thursday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Erosion Control BMPs (13 Elements) Overall Condition (Good; Fair; Poor) Needs Repair? (Yes; No) Comments 1.Preserve Vegetation; Mark Clearing Limits •Buffer Zones around Sensitive Areas •Silt Fence G N Silt fence working as intended 2.Establish Construction Access •Fabric; Quarry Spalls •Wheel Wash •Sweeper Truck G N Sweep roadway when soil is seen on surface, replenish quarry spalls as needed 3.Control Flow Rates •Stormwater Vault or Facility •Straw Wattles •Check Dams G N Add check dams and straw wattles as needed to slow stormwater onsite 4.Install Sediment Controls •Silt Fence •Straw Bale Barriers •Vegetation •Straw •Sediment Ponds, Traps & Filters •Treatment •Sediment Pond (Temp. or Perm.) •Water Truck G N Add straw as needed throughout the site, 2” minimum 5. Stabilize Soils •Nets & Blankets •Mulch, Bark & Rock •Hydroseeding; Grass •Plastic Sheeting •Straw Stockpiles •Stockpiles •PAM G N 6.Protect Slopes •Benching; Track-Walking •Pipe Slope Drains •Plastic Sheeting; Anchors G N 7.Protect Drain Inlets •Catch Basin Inserts •Gutter; Road G N CB inserts working as intended 8.Stabilize Channels and Outlets •Channel Lining •Check Dam •Outlet Protection •Nets and Blankets N/A N/A N/A 9. Control Pollutants •Chemical Storage Area Covered •Concrete Handling N/A N/A N/A 10. Control Dewatering N/A N/A N/A 11. Maintain BMPs G N See recommended notes 12.Maintain SWPPP & Site Logbook G N Available upon request 13. Protect Low-Impact Development (LID BMPs) •Bioretention Rain Garden Facilities •Permeable Pavement N/A N/A N/A Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 2 of 3 Report No. 217A Time On Site 10:30 AM Time Off Site 11:30 AM Date 8/13/20 Day of Week Thursday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Monitoring, Records & Recommendations Will existing BMPs need to be modified or removed, or will other BMPs need to be installed? Yes No List the completed, not-yet-completed, or ongoing action items in the table below: Actions Items Completed? (Yes; No; Ongoing) Date (If Completed) Sweep site entrance when soil is seen on roadway Ongoing Add 2” straw throughout the site over exposed soils as needed Ongoing Replenish quarry spalls at the main entrance to the site as needed Ongoing Replace plastic sheeting on exposed slopes as needed Ongoing Current Weather: _70sO F, Clear____________________ Precipitation since last inspection (approximate): 0.00______ inches Precipitation in the last 24 hours (approximate): _0.00______ inches Was water quality sampling part of this inspection?  Yes No If “Yes”: •Record results in the table below. •Characterize the stormwater discharge, e.g., the presence of suspended sediment, “cloudiness”, discoloration, or oil sheen, if present: ____N/A________________________________________________________________________________________ •Hanna Turbidity Meter # ____________________ Monitoring Location Turbidity (NTU) pH Notes Is the site in compliance with the SWPPP and the permit requirements? Yes No If “No”: •Indicate the tasks necessary to bring the site into compliance in the table above. •Has the non-compliance been reported to the Department of Ecology?Yes No •Should the SWPPP be modified?Yes No “This report is true, accurate, and complete to the best of my knowledge and belief.” Inspector Name: Jackson Lundgren CESCL Number: CESCL-EF8183892 Inspection Date: 8/13/20 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 3 of 3 Report No. 217A Time On Site 10:30 AM Time Off Site 11:30 AM Date 8/13/20 Day of Week Thursday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Discharge Monitoring Location Parking area Silt fence around site perimeter Wheel wash and quarry spalls Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 218 Time On Site Time Off Site Date Day of Week 12:00 PM 1:30 PM 8/14/20 Friday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe and test cast in place wall backfill and observe slope stability. Wall Backfill ESNW Rep observed contractor backfill around cast in place wall. Rep observed contractor backfill with native brown silty sand with gravel material. While onsite, rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the wall. Rep observed 1’ lifts of native material compacted with a jumping jack to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Water Main Backfill ESNW Rep observed contractor working on water main connection to the site in the SE corner. Contractor relayed that after pressure testing is completed the trench will be backfilled with 1 ¼’’ minus recycled crushed concrete material. Rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed water main connection. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Fig 1. Poured thrust block for water main connection Jackson Lundgren Field Technician 206-468-0991 1/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 218 Time On Site Time Off Site Date Day of Week 12:00 PM 1:30 PM 8/14/20 Friday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (Wall Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 233 See map -3 SG 5 133.1 11.08 126.2 95 234 See map -3’ SG 5 133.1 10.96 126.9 95 235 See map -3’ SG 5 133.1 11.18 127.1 95 Fig. 2 Approximate location of compaction tests 233-235 on wall backfill 233-235 2/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 219 Time On Site Time Off Site Date Day of Week 10:30 AM 11:30 AM 8/17/20 Monday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe and test cast in place wall backfill and observe slope stability. Wall Backfill ESNW Rep observed contractor backfill around cast in place wall. Rep observed contractor backfill with native brown silty sand with gravel material. While onsite, rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the wall. Rep observed 1’ lifts of native material compacted with a jumping jack to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Fig 1. Backfill around cast in place wall Jackson Lundgren Field Technician 206-468-0991 1/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 219 Time On Site Time Off Site Date Day of Week 10:30 AM 11:30 AM 8/17/20 Monday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (Wall Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 236 See map -1 SG 5 133.1 11.10 126.2 95 237 See map -1’ SG 5 133.1 10.68 127.2 95 238 See map SG 5 133.1 10.44 128.4 96 239 See map SG 5 133.1 10.78 126.7 95 Fig. 2 Approximate location of compaction tests 236-239 on wall backfill 236-239 2/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 220 Time On Site Time Off Site Date Day of Week 9:00 AM 11:30 AM 8/18/20 Tuesday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe water main connection to site and observe slope stability. Water Main Backfill ESNW Rep observed contractor working on water main connection to the site in the SE corner. Contractor relayed that after pressure testing is completed the trench will be backfilled with 1 ¼’’ minus recycled crushed concrete material. Rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed water main connection. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Fig 1. Water main connection Jackson Lundgren Field Technician 206-468-0991 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 221 Time On Site Time Off Site Date Day of Week 11:30 AM 1:00 PM 8/19/20 Wednesday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe and test roof drain and wall backfill and slope stability. Roof Drain Trench ESNW rep observed contractor using a medium sized excavator to excavate a 2’ deep 250’ long trench along the eastern margin to the building. ESNW rep observed contractor placing an 8’’ drain pipe in the trench. Rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed roof drains. Rep observed contractor backfill with 18’’ of pea gravel then native material to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Wall Backfill ESNW Rep observed contractor backfill around cast in place wall. Rep observed contractor backfill with native brown silty sand with gravel material. While onsite, rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the wall. Rep observed 1’ lifts of native material compacted with a jumping jack to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 1/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 221 Time On Site Time Off Site Date Day of Week 11:30 AM 1:00 PM 8/19/20 Wednesday Travel Time Weather 1.00Hr. RT 70s, Sun Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (Roof drain/ Wall Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 240 Wall SG 6 133.0 6.78 126.2 95 241 Wall SG 6 133.0 7.21 128.8 97 242 Roof Drain SG 6 133.0 7.16 126.9 95 243 Roof Drain SG 6 133.0 7.44 127.6 96 Fig. 1 Approximate location of compaction tests 242-243 on water main backfill 240-241 2/2 242-243 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 1 of 3 Report No. 221A Time On Site 10:30 AM Time Off Site 11:30 AM Date 8/19/20 Day of Week Wednesday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Erosion Control BMPs (13 Elements) Overall Condition (Good; Fair; Poor) Needs Repair? (Yes; No) Comments 1.Preserve Vegetation; Mark Clearing Limits •Buffer Zones around Sensitive Areas •Silt Fence G N Silt fence working as intended 2.Establish Construction Access •Fabric; Quarry Spalls •Wheel Wash •Sweeper Truck G N Sweep roadway when soil is seen on surface, replenish quarry spalls as needed 3.Control Flow Rates •Stormwater Vault or Facility •Straw Wattles •Check Dams G N Add check dams and straw wattles as needed to slow stormwater onsite 4.Install Sediment Controls •Silt Fence •Straw Bale Barriers •Vegetation •Straw •Sediment Ponds, Traps & Filters •Treatment •Sediment Pond (Temp. or Perm.) •Water Truck G N Add straw as needed throughout the site, 2” minimum 5. Stabilize Soils •Nets & Blankets •Mulch, Bark & Rock •Hydroseeding; Grass •Plastic Sheeting •Straw Stockpiles •Stockpiles •PAM G N 6.Protect Slopes •Benching; Track-Walking •Pipe Slope Drains •Plastic Sheeting; Anchors G N 7.Protect Drain Inlets •Catch Basin Inserts •Gutter; Road G N CB inserts working as intended 8.Stabilize Channels and Outlets •Channel Lining •Check Dam •Outlet Protection •Nets and Blankets N/A N/A N/A 9. Control Pollutants •Chemical Storage Area Covered •Concrete Handling N/A N/A N/A 10. Control Dewatering N/A N/A N/A 11. Maintain BMPs G N See recommended notes 12.Maintain SWPPP & Site Logbook G N Available upon request 13. Protect Low-Impact Development (LID BMPs) •Bioretention Rain Garden Facilities •Permeable Pavement N/A N/A N/A Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 2 of 3 Report No. 221A Time On Site 10:30 AM Time Off Site 11:30 AM Date 8/19/20 Day of Week Wednesday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Monitoring, Records & Recommendations Will existing BMPs need to be modified or removed, or will other BMPs need to be installed? Yes No List the completed, not-yet-completed, or ongoing action items in the table below: Actions Items Completed? (Yes; No; Ongoing) Date (If Completed) Sweep site entrance when soil is seen on roadway Ongoing Add 2” straw throughout the site over exposed soils as needed Ongoing Replenish quarry spalls at the main entrance to the site as needed Ongoing Replace plastic sheeting on exposed slopes as needed Ongoing Current Weather: _70sO F, Clear____________________ Precipitation since last inspection (approximate): 0.02______ inches Precipitation in the last 24 hours (approximate): _0.00______ inches Was water quality sampling part of this inspection?  Yes No If “Yes”: •Record results in the table below. •Characterize the stormwater discharge, e.g., the presence of suspended sediment, “cloudiness”, discoloration, or oil sheen, if present: ____N/A________________________________________________________________________________________ •Hanna Turbidity Meter # ____________________ Monitoring Location Turbidity (NTU) pH Notes Is the site in compliance with the SWPPP and the permit requirements? Yes No If “No”: •Indicate the tasks necessary to bring the site into compliance in the table above. •Has the non-compliance been reported to the Department of Ecology?Yes No •Should the SWPPP be modified?Yes No “This report is true, accurate, and complete to the best of my knowledge and belief.” Inspector Name: Jackson Lundgren CESCL Number: CESCL-EF8183892 Inspection Date: 8/19/20 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 3 of 3 Report No. 221A Time On Site 10:30 AM Time Off Site 11:30 AM Date 8/19/20 Day of Week Wednesday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Discharge Monitoring Location Parking area Silt fence around site perimeter Wheel wash and quarry spalls Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. AK 0895.06 1 of 1 222 Time On Site Time Off Site Date Day of Week 11:00 AM 11:30 AM 8/27/20 Thursday Travel Time Weather 0.25 Hrs. 70soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe water line backfill and earthwork activities. Water Line Backfill While onsite, rep observed the prior to arrival that contractor had used a medium sized excavator excavate for a fire line vault. Rep observed trench lines to be 4’ in depth. Vault was located midway along the northern perimeter of the site. Contractor expressed plans to install vault and continue working backfill tomorrow, August 28, 2020. Rep will return to observe and test compaction as needed. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183